22 Stanley Road 15-DRTV-1003 (was 1795 Mayport)20 .0 10 20
SITE AREA SUMMARY:
TOTAL SITE: 18,018 SF SCALE IN FEET
EXISTING PERCENT IMPERVIOUS: 0% x z
U
PROPOSED IMPERVIOUS AREA: co
BUILDINGS: 3,611 SF
PAVEMENTS AND SIDEWALKS: 1,330 SF
TOTAL: 4,941 SF
PROPOSED PERCENT IMPERVIOUS:
4,941 SF / 18,018 SF = 27.4% FOUND IRON PIPE Cy z
(NO CAP) O
RETENTION BASIN CALCULATIONS: U'/ E -
VOLUME REQUIRED: STANLEY ROAD
V - CA(R/12) STANDLEY ROAD BY PLAT ' o =
POST-
(0.42)(18,018 SF)(9.3°/12) = 5,893 CF' 30' RIGHT-OF-WAY BY PLAT �� ryh�
3 *� BENCHMARK �
VPRE - CA(R/12) SANITARY 'AA IHOLE +^ _` — =y—�+ - - _ 8^ + BEN CHMAR C Z CD
MAG NAIL e 'f7
ELEVATION=12.52 12.50 ^ +3'_ —S— T,d,4G NAIL `F
`OP 12.5 �� -- ,� - 6� — — ? F1 EVA TI ON=I2.�9 < O
(0.23)(98,016 SF)(9.3°/12) = 3,279 CF IH'/. 6.0 �ti4—� ny°� EDGE OF PAVEMENT \�:+LZ
PER COAB U. y 4" w 13
TOTAL VOLUME REQUIRED: 614 CF ba Nz„vo _ },ti -: sA2 o�No i �° IRor 6' r��+
FOUND 1 /2" IRON 5' + ,Q` 1 2 5' 1—
bOLUME PROVIDED: PIPE (LB 367z) 1 �:" O n� o PIPs (LB 3672 , K _ - x— X_—X—:<—X—X— %- N W
ELEV. 12.0 3,398 SFwATE
2,622 CF 'w rill
1,846 SF / ,e e� a dE E� �,I 1 a a a
ELEV. 11.0 / '—
an� In
TOTAL VOLUME PROVIDED: 2,622 CF DROP
INLET
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13.40
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FOUND 3/�' IP.ON +�� y' n� (DI LAPID?TED)
PIPE r ; + + 4-
PIPE
FROM IRON To MONUMENT)
GARY A. ABBEY, P.E.
REG. NO. 56919
PROJECT CONTACTS
G1
ORGANIZATION
ADDRESS
TELEPHONE NUMBER
CO
UACT AND TITLE
CITYOFATI.ANTICBEACII
WATER AND SEWER
12008ANDPIPER LANE
ATLANTIC BEACH, FL. 32233
(904)270-2535
NIS I
U
ONNA KALUZNIAK,
ILITY DIRECTOR
UNDERGROUND UTILITIES
NOTIFICATION CENTER
ONE-CALLSERVICE
81X1 3'1.4779
) 4
D-3
EROSION AND SEDIMENT CONTROL DETAILS
WATER MAIN UPGRADE -
MAYPORT RD & STANLEY RD
B fA ellfs 11A BITA T
t"ORwff1vA*1Ty
797 MAYPORT ROAD ATLANTIC BEACH, FLORIDA 32233
DECEMBER 2014
Dl?n Tfi O P T r)0 AmrnAT
INDEX OF PLANS
GENERAL
G1
COVER SHEET AND LOCATION MAP
G2
COAB STANDARD UTILITY NOTES
CIVIL
C-1
WATER MAIN - STANLEY RD..
DETAILS
D-1
WATER MAIN DETAILS
D-2
WATER MAIN DETAILS
D-3
EROSION AND SEDIMENT CONTROL DETAILS
PREPARED BY:
J. COLLINS ENGINEERING ASSOCIATES, LLC
11516-3 SAN JOSE BLVD.
JACKSONVILLE, FL 32223
s
REVISIONS
BY DATE DESCRIPTION
GENERAL NOTES FOR WATER AND SEWER INSTALLATION
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR
DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE
ONE -CALL SERVICE(800-432-4770) 48 HOURS IN ADVANCE OF WORK.
2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING 10 FAMILIARIZE HIMSELF WITH JOB SITE
CONDITIONS.
3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH
AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB.
4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLAN C BEACH STANDARDS AND SPECIFICATIONS
UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH USES JEA STANDARD SPECIFICATIONS
AND DETAILS WITH EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES.
5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH
PUBLIC WORKS DEPARTMENT (247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE
CONNECTED TO THE EXISTING UTILITY SYSTEM.
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30' COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36"
MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL
BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED.
7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314 (F.A.C.) LOCATION OF
PUBLIC WATER SYSTEM MAINS:
(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM
SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE
SEWAGE TREATMENT AND DISPOSAL SYSTEMS.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHAIL BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER
MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER
FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
CHAPTER 52-610, F.A.C.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHAIL BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND REFERABLY TEN FEET, BETWEEN
THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING GR PROPOSED
VACUUM TYPE SANITARY SEWER.
(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SH L BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PRTERABLY TEN FEET, BETWEEN THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY
OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE
CONVEYING RECLAIMED WATER NOT REGULATED UNDER 'ART III OF CHAPTER 62-610, F.A.C.
THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY
TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE
WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL
DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSI E OF THE WATER MAIN AND ALL PARTS OF
ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATNENT AND DISPOSAL SYSTEM' AS DEFINED IN
SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A. ,.
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MADS AND SANITARY OR STORM SEWERS,
WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIM D WATER PIPELINES.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR
PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE
LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAS SIX INCHES, AND PREFERABLY 12
INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE 0 [SIDE OF THE OTHER PIPELINE.
HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR
PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE
MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE
WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER
PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THEW TER MAIN ABOVE THE OTHER
PIPELINE.
(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF
WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN
JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHEF PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS,
THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM
ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES
CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST
SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE YPE SANITARY SEWERS, WASTEWATER FORCE
MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER
62-610, F.A.C.
(3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES
(A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A
SANITARY SEWER MANHOLE.
(8) WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT
WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY
FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A
CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING
OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY
SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINEU FROM DEP PRIOR TO CONSTRUCTION OF ANY
EXCEPTION.
(4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR
STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL
SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WIIII UNDERGROUND DRAINS SHALL BE LOCATED SO THAT
THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER
FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WAFER REGULATED UNDER PART III OF CHAPTER 62-610,
F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM
TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED
GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASIEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED
WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM
ANY EXISTING OR PROPOSED 'ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION
381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND
THE CITY OF ATLANTIC BEACH.
8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WAILR MAINS AND FORCE MAINS ARE TERMINATED, AT ALL
TEES AND OTHER FITTINGS AS SHOWN IN JEA CONSIHUCTION DETAILS W-31, W-37 AND S-38. MECHANICAL
RESTRAINTS TO BE MEGALUG TYPE.
9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED
BACKFILL, PROPERLY COMPACTED TO 957. OF MAXIMUM DENSITY.
1D. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES
FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.
11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150,
PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET.
12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50,
CONFORMING TO ANSI A21.50, AS REQUIRED, OR BETTER.
13. ALL GATE VALVES SHALL BE NON -RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON -SHOCK WORKING
PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE
FITTED. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL VALVE BOXES WITH SCREW
EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON -
TACKY TAR ENAMEL COATED. THE WORD 'SEW'ER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN.
ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTER -CLOCKWISE) WHEN VIEWED
FROM THE TOP. VALVES SHALL HAVE RESILIENT SEALS.
14. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECIION OF THE WATER MAINS INSTALLED SHALL BE
PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555 . A REPRESENTATIVE OF THE
CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO
BE CERTIHED BY A REPRESENTATIVE OF THE DESIGN ENGINEER.
15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC
UTILITIES DEPARTMENT.
16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR
AND ARRANGED BY CONTRACTOR. COORDINATE ALL ACTIVITIES WITH CITY INSPECTOR.
17. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER
LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SERVICE.
18. POST CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY
SEWER. A FULL REPORT AND TAPE OR CD AS TO CONDITION OF THE PIPE WTH PERTINENT DATA SUCH AS
DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND
CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL
ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE.
19. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION.
20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH THE CITY.
21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY.
22, ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED AS DIRECTED OR SHOWN,
AND AT A MINIMUM RESTORED TO PRECONSTRUCTION CONDITION.
IFILE NO I
23. EXISTING ASPHALT SHALL BE SAW -CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET
CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE
DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDINATED WITH THE PUBLIC WORKS INSPECTOR
24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER
PIPES OR OBSTRUCTIONS AS REQUIRED.
25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE
OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF
FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN
CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS
- 91PAVEMENT,
T
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�
MAY BE RESOLVED.
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26. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY
v
REFERENCED AND RECORDED ON THE RECORD "AS -BUILT" DRAWINGS.
L O N
110
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28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE
fn o oo
INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM SLOPE OR GRADE BETWEEN
C (D - u:
INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS
W
WITH INVERTS AND CALCULATED GRADE PER SPECS.
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29. ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF WITHIN
(o
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TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED.
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30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PREVENTER
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SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT.
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0
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31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT
I
IF
PAVEMENT.
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32. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT).
WATER SERVICE - "W" ON TOP OF CURB. (6' FROM EDGE OF PAVEMENT IF NO CURB & GUTTER)
SEWER SERVICE - 'S" ON TOP OF CURB. (6' FROM EDGE OF PAVEMENT IF NO CURB & GUTTER)
VALVE - 'V' ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER)
33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE
DOUBLE STRAP TAPPING SADDLES WITH CORP. STOPS AT THE MAIN.
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34. WATER METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH -READ LID AS AVAILABLE FROM SUN STATE
OC
METER & SUPPLY.
35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888.
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36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE.
Z
37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF
CONSTRUCTION. COORDINATE IN FIELD WITH CITY INSPECTOR.
38. ALL WATER/SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND UTILITY
CONTRACTOR.
39. LOCATE WIRING - LOCATE PARING SHALL BE INSTALLED ON ALL PVC, DI AND HDPE WATER MAIN PIPING
Q
AND SERVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS.
DC
40. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC
F
BEACH WITH "AS -BUILT' DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL AS ELECTRONIC FILES IN
AUTOCAD 2004 OR BETTER USING NAD 1983 STATE PLAN FLORIDA EAST FIPS 0901 (feet). (VERTICAL CONTROL WILL BE
O
N.AV.D. 1988). THE CITY'S INSPECTOR AND GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE AND TO
AS BUILT DRAWINGS DURING CONSTRUCTION.
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41. CONTRACTOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS
REQUIRED, AS SPECIFIED IN AWWA-C105, APP. A. RESULTS, WITH CONTRACTOR RECOMMENDATIONS,
e
WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION.
N.1 e
42. HORIZONTAL DIRECTION DRILLING (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS
MANUAL SECTION 750.
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FOR ALL OTHER PROJECT NOTES, SEE PLAN SHEETS OR SPECIFICATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES AND
W
SPECIFICATIONS, PLAN NOTES WILL GOVERN.
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DATE DEC. 2014
SCALE AS SHOWN
DRAWN BY JEC
JOHN E. COLLINS, JR PE$40085 DESIGNED BY JEC
SHEET G-2
COAB STANDARD UTILITY NOTES
2 OF 6 SHEETS
STANLEY ROAD
STANDLEY ROAD BY PLAT
30' RIGHT-OF-WAY BY PLAT
ABANDON 2' WM. - CLOSE CORP STV/�(N
OR VALVE @ 16" WM. REMOVE 2" GS
& PLUG CORP STOP. UND IRON PIPE EXIST. BLDG.
CAP)
INSTALL NEW 16" X 8/yr2—GALV_ — —w
TAPPING VALVE (o INSTALL Af
& VALVE BOX (APPROX.
—__ W-
130' NEW 8"PVC WM — 2^ GALV.
LOCA ON OF
WATE METEF
INSTALL NEW 1"WM SERVICE TO
EXIST. METER, 8" X1" TAPPING SADDLE,
1" CURB STOP & 1" CORP STOP.
INSTALL NEW FH, 8"X6" TEE, 6" WM PIPE,
6" 90 DEGREE BEND ,6" GV & BOX/COVER. COORD.
_ LOCATION OF FH WICITY (APPROX. 26' FROM PL
CORNER).
ABANDON 2' WM.
INSTALL NEW 2" PVC WM, 2"90 DEGREE
_ BEND, 8" X2" TAPPING SADDLE,
+� —2" CORP STOP. INSTALL 8" PIPE PLUG.
+v / \• nuu� ur rrw�mu `o" EUGE OF PAVEMEIV I 9
//3 +pry BENCHMARK +,ti' INSTALL NEW DOUBLE +,ti' ^ryy
SANITARY MAj`1HOLE MAG NAIL WMSERVICE ti69+ +BENCHMARK
TOP 12 .5 ELEVATION=12.52. 10" V.C.
_ 10" V.C. J, _�.;.� --oti — S MAG NAIL
IHV 6 0 o ryb S EDGE OF PgVEMEN yy ELEVATION=12.59
PER COAG .U. y
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0 Tn u1 Y N
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-- DEC. 2014
SCALE AS SHOWN
DRAWN BY JEC
JOHN E. COLLINS, JR PE#40085 s DESIGNED BY JEC
SHEET C-1
NEW WATER MAIN
3 OF 5 SHEETS
PVC PIPE RESTRAINT NOTES: 41
4.
1) THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE
MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE
RESTRAINED TO LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM.
2) ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE= 15OPSI,
SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20"
AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE.
3) BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.
4) VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX.
8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED
LENGTH FOR THE UPPER (TOP) LEVEL U IS THE RESTRAINED LENGTH
FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS.
5) TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON
EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN).
SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH* LINE.
6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).
7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH
INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS
SHOULD ONLY BE SNUG TIGHT, THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE
VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A
FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.
LOCATE WIRE BOX
PVC PIPE RESTRAINT JOINT SCHEDUI.E
UTILIZING
WITH EXISTING CONDITIONS.
CO -POLYMER METER
( CONNECT WIRES
LENGTH (L) TO BE RESTRAINED
TOGETHER WITH
IRON OR PVC (PRESSURE MAINS). LOCATE V
WIRE NUT) (SEE NOTE
PIPING (1:00 OR 11:00 POSITION, IF POSSII
d8)
2. SECURE LOCATING WIRE TO PVC & D.I.P. W,
AS REQUIED
TIE STRAPS SPACED AT A MAXIMUM DISTANC
NOMINAL
FlTTING.
HORIZONTAL BENDS
3. THE ENTIRE LOCATING SYSTEM SHALL BE SL
VERTICAL OFFSETS VALVES
REDU
ERS
TEES
NOTE
5
PIPE
90'
45'
22.5'
11.25'
45' BENDS
OR
5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLI
VALVE BOX W/VALVE SEE PLATE
30 MIL (MIN.) INSULATION WITH EITHER WHIT
S -49B
WIRE SHALL BE COPPER CODED STEEL AS
SIZE
BENDS
BENDS
BENDS
BENDS
SEE NOTE 4
DEADENDE
SIZE
L
RUN
BRANCH
L
(IN.)
L(FT.)
L.(FT.)
L. (Fr.)
L(FT.)
LU(FT.)
U(FT.)
L(FT.)
IN LOCATE WIRE BOX
SIZE
SIZE
FT
4
20
8
4
2
20
3
50
674
8X6
35
35
4"
4"
F.0
6
28
10
52
28
4
70
6"
6"
10
BX4
10X8
10X6
12X10
12X8
16X12
16X10
20X18
20X12
65
35
65
35
65
65
95
35
65
120
4^< LESS
F.0
8 36 14 6 3 36 5 90
8"
B
6"< LESS
30
F.0
10 40 18 8 4 45 6 110
12 50 20 9 4 52 8 120
10"
10"
8"
6% LESS
48
14
F.O.
14 56 23 10 5 60 9 140
16 60 26 11 6 67 10 160
2"
16'
12"
10"
8'< LESS
16"
65
3520X16
F.O.
100
18 69 29 12 6 74 12 180
20 75 32 13 7 80 13 195
24
76
33
15
7
81
14
200
24X20
24X18
24X16
3OX24
30X20150
36X30
36X24
65
95
120
80
80
150
12"
0"< LES
40
F.0
30 88 36 18 9 97 16 235
20"
20'
16"
2'< LES
130
80
F.0
36100 40 20 10 110 20 270
42 115 48 23 11 125 24 300
48 125 52 25 12 140 30 340
24"
24"
20'
130
90
PVC PIPE RESTRAINT NOTES: 41
4.
1) THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE
MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE
RESTRAINED TO LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM.
2) ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE= 15OPSI,
SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20"
AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE.
3) BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.
4) VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX.
8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED
LENGTH FOR THE UPPER (TOP) LEVEL U IS THE RESTRAINED LENGTH
FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS.
5) TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON
EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN).
SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH* LINE.
6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).
7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH
INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS
SHOULD ONLY BE SNUG TIGHT, THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE
VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A
FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.
LOCATE WIRE BOX
NOTES:
UTILIZING
WITH EXISTING CONDITIONS.
CO -POLYMER METER
( CONNECT WIRES
1. LOCATING WIRE TO BE INSTALLED IN EITHER
TOGETHER WITH
IRON OR PVC (PRESSURE MAINS). LOCATE V
WIRE NUT) (SEE NOTE
PIPING (1:00 OR 11:00 POSITION, IF POSSII
d8)
2. SECURE LOCATING WIRE TO PVC & D.I.P. W,
AS REQUIED
TIE STRAPS SPACED AT A MAXIMUM DISTANC
3/4" COLD ROLL STEEL ROD
CUT AND THREAD AS
FlTTING.
3. THE ENTIRE LOCATING SYSTEM SHALL BE SL
INSTALLED UNDER PAVEMENT AREAS, TESTIN(
UNLESS APPROVED OTHERWISE BY OWNER.
4" or LARGER
BRANCH FORCE MAIN
4. LOCATING WIRE SHALL TERMINATE WITHIN AN
IF NO VALVE ) AT 475' INTERVALS. WIRE CC
SEE PLATE
AVOIDED.
5-49A
LOCATE WIRE BOX UTILIZING
5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLI
VALVE BOX W/VALVE SEE PLATE
30 MIL (MIN.) INSULATION WITH EITHER WHIT
S -49B
WIRE SHALL BE COPPER CODED STEEL AS
x'
6. INDICATES THAT THE WIRES ARE CONI
' @
DUCT TAPE OR ZIPPER
7. INDICATES A WIRE PIG -TAIL (12' L
TYPE PLASTIC TIES
B. AN "LW" CUT SHALL BE CARVED IN THE COI
LOCATE WIRE BOX UTILIZING VALVE
WATER MAIN
BOX W/VALVE
SEE PLATE 5-49B
LOCATE WIRE CONE
LOCATE WIRE SHALL TERMINATE
IN LOCATE WIRE BOX
BRANCH VALVE BOX OR
DEAD END PLUGGED
LOCATE BOX REO. (SEE OTE
hl PVC PIPE RISER
10' MAX
SPACING IF
24" 80
20" 50
6'< LESS F.O.
36" 36" 180
30" 120
24" 50
20"<LESS F.O.
42" 42" 220
36" 160
30BO
24" 40
O'< LES F.0
48' 48" 250
42" 180
36" 90
N..
HORIZONTAL BEND
o
a ♦ ANGLE OF
DIRECTION
CHANGE
N L.
DEAD END
UPPER BEND J b' \ W
ANGLE OF 4Y �� REyiR,.1N Tali. j x
DIRECTIONN.. a
CHANGE
RUN a
LOWER BEND
*♦ ►
o ANGLE OF 45' u
DIRECTION
w CHANGE VERTICAL OFFSET PROFILE
�no
BRANCH
Z N �
E
TEE
♦ ♦♦ 414`
RUN
VALVE
NOTES
I. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN.).
2. PAY ITEM DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC.
3. PAY ITEM '••" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
.,,,F FOR FIRE HYDRANT INSTALLATION -
FU AND INSTALL I BI-DIRECTIONAL RAISED
ear
31 F WDS
TYPICAL PROFILE SECTION TYPICAL PROFILE
BELL M EO PWN END 4EDNNMAI JOIM i0 PtAPI ENO
W/MECHNIM.LL RESIRNNERS w/4ECHWIfIL REj�jS,TWiWERg�-1
L.. V�
MECHANICAL JOINT SLEEVES
REDUCER NUMRER OF THE RODS REWIRED
NE ROOS 14'-20' MAIN - 6 RODS
24"-38' MIN - 6 RODS
42"-18' MN - 10 RODS
PLuc
DEAD - END THRUST COLLAR ANCHOR
TO 6E USED INSTEAD OF TOTAL
REST INED IENOTH (OP11011AQ
SIZE AS PER -UST BLOD( DETNL SHEET D-3
GENERAL NOTE
1. y NDICATES DIF6:CTON OF (WATER HNAMER) FORCE
MARKER, BLUE ON BOTH FACES,
NOTE: DIMENSIONS MAY VARY
LOCATETI T
AT PAVEMENT C EACH HYDRANT
WITH EXISTING CONDITIONS.
ATTACH PAVEMENT
ATTACH TO FINISHED PAVEMENT WITH EPDXY,
ADJUST LENGTHS AND FITTINGS.
USING STANDARDS AND MATERIALS STATED
IN FDOT SPEC. SECTION 706.
DEPTH OF BURY.
HYDRANT COLOR YELLOW (TYP)
n n CORROSION RESISTANT STEEL. GALVANIZED
AS REQUIED
w
3/4" COLD ROLL STEEL ROD
CUT AND THREAD AS
PUMPER NOZZZLE TO
FACE STREET
IE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE STANDAIII MECH. JOINT REQUIRED
SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN TEE SIZED AS REQUIRED_ 30' MIN. I
R MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC
OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR
ECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE
(HALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT,
;TIVE VALVE BOX ( WITH A VALVE ) OR A METER BOX (
IECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE
ITRAND, OF RATED (DIRECT BURIAL), COPPER WIRE WITH
OR YELLOW COLOR. FOR HDD INSTALLATIONS, THE LOCATE
CIFlED IN SPEC. SECTION 750.
TED TOGETHER.
CURB AND PAINTED AT ALL LOCATE WIRE BOXES.
WATERMAINS
BOX ACCESS (SEE NOTE 2)
^V' CUT IN 6' PVC PIPE
RISER
rYOCATING WIRE
PARALLEL TO MAIN
—FORCE MAIN
�lIII'1(�ollllll�
"TOPEECH. JT. 6" VALVE
N LEFT
USE 3/4' NUTS BOTH; HYDRANT SUMP
SIDES OF JOINT (TYPICAL) SEE BELOW
USE "GRADELOK' CONNECTOR OR USE CONCRETE THRUST
EQUAL, WITH 12" MIN. ADJUSTMENT BLOCK AS DIRECTED
7WATER MAIN 3 -WAY FIRE
NOTE: HYDRANT
FIRE HYDRANTS SHALL BE INSTALLED 1 1/4" Sq. NUT
AT LOCATIONS AS SHOWN ON THE OPEN LEFT 'c
PLANS EXCEPT WHERE CONDITIONS
AND/OR REGULATIONS PROHIBIT. FRANGIBLE FLANGE
LOCATION FOR "TRAFFIC'
TYPE HYDRANT.
FINISHED 3000A CONCRETE SLAB "
GRADE p4 REBAR 0 12" O.C. EACH WAY
WATER VALVE BOX
of PE RODS, NUTS, WASHERS AND OTHER
HYDRANT EXTENSION AS
REOUIRED FOR ADDITIONAL
FASTENERS SHALL BE ASTM A246
DEPTH OF BURY.
-
n n CORROSION RESISTANT STEEL. GALVANIZED
AS REQUIED
w
OR TYPE 316 STAINLESS STEEL
�\
30' MIN.
0
—3/4" ROD, 2 REQUIRED
SECTWIREO PIPE WI DUCZIPPER TEE OR SADDLETYPETIE STRAP USE `GRADELOK' CONNECTOR OR
4' AND LARGER BRANCH EQUAL, W1TH 12" MIN. ADJUSTMENT
LOCMAIN
SERVICE OR BRANCH WATER MAIN FIRE HYDRANT ASSEMBLY
(4" AND LARGER SEWER N.T.S.
MAIN) MUELLER, AMERICAN STANDARD OR EQUIVALENT
( PROPOSED EQUIVALENT TO BE APPROVED BY COAG)
GRAVEL OR BROKEN ROCK
FOR HYDRANT SUMP, COVER
GRAVEL WTH 30I FELT
CONNECT WIRE �-
TOGETHER WITH BOX ACCESS (SEE NOTE 1)
ELECTRICAL WIRE NUT.
PROVIDE 12' PIG TAIL LOCATE WIRE
VALVE BOX
I--�I�f
DUCT TAPE OR ZIPPER I 1 II r—FORCE MAIN
TYPE PLASTIC TIE
STRAPS
LOCATE WIRE BOX UTILIZING VALVE BOX
INSTALL CO -POLYMER METER BOX WITH
HEAVY-DUTY IRON UD (PAINT TOP OF
UD) (POSITION BOX PARALLEL WITH?
PROVIDE 3" THICK—
GRAVEL BOTTOM
2" PVC RISER PIPE—
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIE
STRAPS
CONNECT WIRES TOGETHER
WITH ELECTRICAL WIRE NUT.
(PROVIDE 12" LONG PIGTAIL
ENDS)
LOCATING WIRE (ROUTED
IN PIPE)
FORCE MAIN
LOCATE WIRE BOX UTILIZING METER BOX
1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A Y'
CUT IN THE 6' PVC RISER PIPE.
JOHN E. COLLINS, JR PE#40085
WATER MAIN DETAILS
IFILE NO I
6
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DATE DEC. 2014
SCALE AS SHOWN
DRAWN BY JEC
DESIGNED BY JEC
D-1
4 OF 6 SHEETS
Ti
PAINT COVER AND INSIDE OF BOX GREEN
COMPACTED EARTH (TYP)
VALVE BOX & COVER (TYP)
PROVIDE GREEN PAINT TO
THE INSIDE OF THE TOP SECTION
OF THE BOX (NOTE 5)
6" PVC RISER PIPE
(LENGTH AS REQUIRED)
PROVIDE "V" CUT IN TOP OF 6" RISER
PIPE FOR LOCATE WIRE ACCESS
INTO VALVE BOX.
PLASTIC DEBRIS SHIELD REQUIRED ON—
ALL VALVES 12" AND SMALLER.
(NOTE 8)
RESTRAINED MECHANICAL JOINT (TYP)
APPLY GROUT TO FILL ANNULAR SPACE
BETWEEN VALVE BOX AND CONCRETE PAD
24" ROUND PRECAST CONCRETE
PAD 4" THICK (SEE SPEC)
SET ON COMPACTED EARTH, (SEE NOTE 6)
VALVE BOX ADJUSTMENT (SEE NOTE 5)
FINISHED GRADE
GATE VALVE W/ 2" OPERATING
NUT (NOTE 4)
PIPE W/ LOCATING WIRE
UNDISTURBED EARTH J p� ' 1 • 12" (MIN) LAYER OF #57
STONE (REQUIRED FOR
VALVES 20" AND LARGER,
(NOTE 7)
NOTES:
1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH
GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED 114 THE ROADWAY, UNLESS SHOWN OR NOTED
OTHERWISE.
2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING
3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES. THE "V" CUT
IS TO BE PAINTED GREEN.
4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER
PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE 0- PAVED AREAS (GRASS), INSTALL VALVE AT
A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VA L E COVER AND THE TOP OF THE VALVE
OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE
OPERATING NUT WILL BE NO MORE THAN 24 INCHES BELOW FIN SHED GRADE.
5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX
ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE
WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" _ONG PIG -TAIL AT THE TOP SHALL BE
CONNECTED TOGETHER WITH A WIRE NUT.
6. BRASS IDENTIFICATION TAG INDICATING "SEWER", VALVE SIZE, DIR-CTION AND TURNS TO OPEN & VALVE TYPE.
PROVIDE A Ya" HOLE IN BRASS TAG AND ATTACH TAG (TWIST W RE AROUND TAG) TO THE END OF THE
LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED CIA FIRE HYDRANT BRANCH LINES.
7. IN LIEU OF PRECAST CONCRETE PAD, A 6' THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD
W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED.
8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL
IS 12" UNDER THE VALVE UP TO YS THE OVERALL HEIGHT OF TiE VALVE.
9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS
BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND
MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL.
PAINTO
INSIDE
(SEE NTE 1)
(2) 1" DIA. PICKHOLES
16'
1) PAINT TOP OF THE COVER WITH ENAMEL PAINT (GREEN COLOR).
HEAVY DUTY RATING
NOTES:
1) PAINT
2) HEA4
VALVE BOX
�aw,
U_�
-mss
f-5-11/16'.
/2 -
BOTTOM
BOTTOM SECTION VIEW
(26 LBS. APPROX.)
OF THE TOP SECTION OF THE BOX GREEN COLOR.
IG (TOTAL WEIGHT APPROX 50 LBS.)
AIL
CROWN
/-COLD MIX
"•IIIo�►
I.:J,IQIII�00a �f•II•
IIII�II•po0
AL- AL
-
.................... 98% COMP. AASHTO
I -III :.'.'.':.'............'.'.'.'.'.'. � � (-
CASE X - TEMPORARY TYPE II REPAIR
NOTE: NOT TO SCALE
AFTER REPAIR IS COMPLETE, MILL & RESURFACE.
(REMOVE 1" ASPHALT AND REPLACE W/ MIN. 1 Y2" ASPHALT
1 R/W LINE
WATER MAIN PROPERTY LINE
SIZE VARIES ROADWAY TO R/W LINE VARIES rMETER BOX PROVIDED AND INSTALLED BY
i CONTRACTOR
BORE AND JACK UNDER W/CURB STOP AND METER
PAVED ROADWAY AND CURB 1-1/2"x3/4" RED. SEE SPECIFICATIONS AND STANDARDS
ROADWAY WIDTH VARIES
7j-1-1/2"
CORPORATION STOP r-
5' TYP _ PROPERTY UNE
1-1/2" SCH, 40 PVC
22 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS..
J
NO. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
SERVICE PIPING
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE.
�I�
1-1/2" TEE, SCH. 40
DOUBLE STRAP TAPPING
3�
CONTRACTOR TO
SADDLE W/ CORP. STOP
1-1/2" SWING JOINTS
90' SCH. 40 PVC
i CONNECT TO PRIVATE SERVICE
WITH NECESSARY COUPLINGS, FITTINGS
TWO EACH
i AT R/W LINE
PLAN VIEW -
DOUBLE DOMESTIC
SERVICE
TES
22 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS..
NO. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE.
M
3�
z o
� M
0
R/W LINE
WATER MAIN PROPERTY LINE
SIZE VARIES ROADWAY TO R/W LINE VARIES METER BOX PROVIDED AND
INSTALLED BY CONTRACTOR
VARIES BORE AND JACK UNDER W/CURB STOP AND METER SEE
~1I PAVED ROADWAY AND CURB 1"x3/4" RED. SPECIFICATIONS AND STANDARDS
ROADWAY WIDTH VARIES 1 ------4 iw0.5' TYP.
1" CORPORA fION STOP
5' TYP
5' TYP
CONTRACTOR TO
1" SCH. 40 PVC SERVICE PIPING CONNECT TO PRIVATE SERVICE
WITH NECESSARY COUPLINGS, FITTINGS
6" MAX 1" SWING JOINTS I AT R/W LINE
DOUBLE STRAP TAPPING 90' SCH. 40 PVC i
SADDLE W/ CORP. STOP TWO EACH
i
k DIMENSIONS MAY VARY TO AVOID PLACEMENT
OF METERS UNDER DRIVEWAY.
PLAN VIEW - SINGLE DOMESTIC SERVICE
NOTES
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.
2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE.
WATER SERVICE CONNECTION DETAIL
N.T.S.
CONNECTION TO BE
MADE BY CITY OR
PLUMBER IF APPRO
CURB 1EMENT METER BOX & COVER-)
CORPORATION STOP METER
10" MIN.
22.5'
WATER SERVICE LINE, LENGTH VARIES UNDISTURBED SOIL
SET METER ON UNDISTURBED OR COMPACTED SOIL
DISTRIBUTION MAIN
LOCATION OF MAIN MAY VARY, ADJUST CONSTRUCTION TO SUIT CONDITIONS.
NOTES:
1. METER TO BE LOCATED AS SHOWN IN PLAN VIEW, PLATE NO. 7
2. METER BOXES TO BE PROVIDED & SET BY CONTRACTOR. METER
BOXES TO BE DOUBLE WALL PLASTIC w/TOUCH-READ LID.
3. CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER & MUST
BE INSPECTED BY CITY
WATER METER DETAIL
N.T.S
JOHN E. COLLINS, JR PE#40085
WATER MAIN DETAILS
IFILE NO I
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DATE DEC. 2014
SCALE AS SHOWN
DRAWN BY JEC
DESIGNED BY JEC
D-2
5 OF 6 SHEETS
SEDIMENT &
I. IHE CON -FAC -OR IS RESPONSIBLE FOR PEMO'/ING SILT FROM SITE IF
NO kI,USA ELECT SITE AND ASSUkII1G FLAN ADGNMENI AIIU GPADE III
ALL DITCHES AND SWALFS Al COMP LEI ION OF CONSTRUC-]ON
2. IHESUE CONIRAC IOP IS RESPOFISIE_E FOR REMOVING IHE IEMPORAR/
EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF
CONSTRUCIIOH AND ONLY WILD I APEAS HAVE BEEN S-AMIZED.
3 ADDIIONAL PROTECT 1011 -ON -SFE PFO- ECIION IN ADDIIIOH TO THE
ABO'JE MUST BE PROVIDED -HAT WILL NOT PERM( SILT TO LEAVEHE
PPOJEG CONFINES DUt IO IiNSEEN COPIL:IIIOIIS OF ACCIGEfl IS.
4, CONTRACTOR SHALLNSURE IIIA- ALL DRAINAGE STRUCTURES, HIES,
EIC.AkECLEANEDOLIANUWORKINGFROPtELYA IMEOFACCEP ANCE.
5- WIREWESH SHALL BE LAID OVER THE DROP INET SO THAT THE WIRE
EXTENDS A MINLMUM GF ' FOOT BEYOND EACH SIDE OF THE INLET
STRUC-URE. HAP.DWARECLO-H OR COMPARABLE WIRE .MESH WITH I/2-
INCH OPENINGS SHALL BE USED, IF MORE -HAIL GNE STRIP OF MESH
IS NECESSARY. THE STRIPS SHALL BE OVERLAPPED.
6. FDOTHO-- COARSE AGGREGFE SHALL BE PLACED OVER THE WIRE MESH
AS INDICATED ON SEDIMENT FILTER LE -AIL (SEE DE -AIL -PIIS SHEET).
THE DEPTH OF STONE SHALL BE AT LEAS 12,NC- ES O'YEF THE ENTIRE
IFU TOPENING. THE STONE SHALL EX-EHD BEIOND-HE II TUE-OPENING
AT LEAs 18 INCHES ON ALLS10ES-
I. IF IHE SONE FILER BECOMES CLOGGED WITH SEENEIIT SO THAT F
NO LONGER ADEQUATELY PERFORMS ITS FUNCIION, THE STONES MUST BE
PULLED AWA f FROM TiE INLF-, CLEANED AND REPLACED
B. BALES SHALL BE EUHEF HIRE-BOLND OR STRING -TIED WITH TFE BIIICINGS
ORIENT -ED AROUND THE SIDES RATHER THAN OVER AND UNDER -HE BALES
9- BALES$HALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNCING
IHE INLEI WI HI HE ENDS OF ADIACEN BALES PRESSLD TOGETHER.
10. THE FILTER BARRIER SHALL BE EI FPD KITED AND BACKFILLED. A
TRENCH SHALL BE EXCAVATED 10 A MINIMUM DEP IT OF 4INCHES.
AFTER THE BALES ARE STAKED, THE EYCA'VAIED SOIL SHALL BE
BACKFILLED AND COMPAC"ED AGAINST THE FILTEP BAFRIER.
I I EACH BALE SHALL BE SECURELY ANCHORED A ND HELD IN PLACE BY AT
FAST TWO STAKES OR REEARS DFIVEN THROUGH 111E BALE,
12. LOOSE STRAW SHOLID BE WEDGED BETWEEN BALES TO PREVENT WATER
FROM ENTERING BETWELN BALES.
13 STRAW BALE BARRIERS STALL BE INSPECTED INV. F UATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING FROLONGEDRAINFALL.
14. CLOSE ATTENTION SHA__ BE GIVE\ TO THE REPAIP OF DAMAGED PALFF-S.
END RLNS AND UNCERCUTIING BENEATH BALES,
TE. PIECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE
ACCOMPLISHED PROMP Lt-
16 SE CIMEN1 DEPOSITS SHOULD BE PEMOVED AF -ER EACH RAINFALL
IT M.U$- BE REMOVED W I NEI I TI'.E LE /EL GF DEPOSIHOH REACT IES
APPkOXI,MAIELY ONE-HALF IHEHLIGHI OF IPE BARRIER -
1 ]- ANY SECIMENT DEPOSITS REM.AIMIJG ITT PLACE AFTER THE STRAW BALE OR
FILLERBARRILRS, AND OR HJI FEkI
NCES AFL NO LONGER QI,IREU. SHALL
BE DRESSED -O CONFORM 10 HE EXIS-ING GPADE. PFFPAPED AND SEEDED
I& SILI FENCES AND HERR BAFFIEPS SHALL BE INSFtCI ED IMMEDILAII:LY
AFTER EACH RAINFALL AND AT LEAST DAILY DLRB IG FR OLOIICED
RAINFALL, ANY PEQUIRED REPA IRS SH ALL BE MADE IN1NICIATELY.
19 SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER LECCMPOSE
OR BECOME IN EFFEC-IVE PRIOR TO THE END OF THE EXPECTED LSABLE
I is AND I HE BARRIER STILL BE NLCL' ARY. IHE FAEFIC$HALL BE
REPLACED IMMEDIA-ELY.
20. IME S NUCIURE SHALL BE INSFECIED AT ER EACH FAIN AND REPAIRS
MADE AS NEEDED.
'I. SEC WENT SHALL BE RE.MO'/ED AND THE IRAF RESTORED TO ITS CRIGINAL
DIMENNSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN
DEPT H OF -HE TRAP- R EMOV ED SECIMENT SHALL BE DEPOSITED IN A
SUFABLE AREA AND IN SUCH A MANLIER _HA- IT WILL NOT EFOLE.
2 IHE CONTRACTOR IS PESPONSI6 E FCR FOLLOWII C, 1HE BEST EROSION
AMID SECIMENT CON-FCLPRAC ICES AS OLT_INED II THE FLANS.
SPECLFICA-IGNSANDST- JOHIISRIMERWATERMANAGEIIEI! DLSRICT
SPEC IFICA'IONS AND CRITERIA
23 FOR ADDITION!AL 1NFCRNIATION ON SEDIMEW AND EROSION CONI ROL
REFER TO "THE FLORIDA DEVELOPMENT MANUA_ - A GLIDE TO SOUND
LANDAND WATER MANAGEMENT FROM HE STA'E OF FLOkIDA
DEPAR-MENT OF E—IROI (MENTA. REGUL4110� IF DER I CHAP -ER 6.
24. EROSION AND SECIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT
10 AI I WET( AND AREAS WHERE ]HERE IS POIE\IL1I FOR DOWNSTREAM
WATEP QUALI'1 DEGRADATION. SEE DETAILS (THIS SHEET)FOR rFICAL
COI ISTRLiCTION,
25 SOD$HALL BE PLACED IN AREAS WHICH MAY REOLIRE IM,MECIATE EROTIC' IT
PFOIECIICII TO EHSLRE WATER QUART/ STANDARDS ARE MAJFITAIIIED.
26 ANY DISCHARGE FROV DEWATERING ACTIVITY SHALL BE FILTERED AND
COLI JEYED-0 THE OUTFALL INA MANNER WFICF PREVENTS EROSION AND
IRANSPOR A ION OF SUSPENDED SOLIDS 10 IHE RECEIVING OUIRALL
27.DEWAIERBJGPt,MPSSHAUTIO- EXCEEDTHECAPACIIYOFIFu-wInCH
R LQWRES A CONSUMPIME LSE PERM FROM HE SI JOHNS RISER
WATEP MANAGEMEII PISIFICT.
25. ALL LIS] Lk BED AREAS SHALL BE GRASSU). HER ILIZEU AND MULCHtD
UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR
SHALL USEADCIIIONALMEASURES TO S-ABLUE DIS-PUREB AREAS
I HROUGH COMPAC ZION. SILT SCREENS. HAY BALLS, AND GRASSING.
ALL FILL SLOPES 3'.T OR S'EEPER-0 RECEIVE STAKED SOLID SOD
29. ALL UE WA I tFING. EROSION l AND SEDIP— 11 CON RCL _SHALL REMAIN IFI
PLACE UP III AFTER COMPLETION OF CONSIRUC'ION, AND REMOVED CHA Y
WHEN AREAS HAVE BEEN I S-AEILIZED,
3C THLSPIAN IIDICATFST IEMINIMUM EROSION AND SEDIMENT
IEASLRES REQUIPED FOR IHS PROJEC-. THE CO•NIRACTOR IS
kESPONSIBLE FOR WILLING ALL APPLICABLE RULE$. khGLLA IONS
AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL
ADDITIONAL COIL-POLS,
31 THE CON TRACTOR SHALL BE RECTAL ED -0 RESPOND-0ALL WATER
MANAGEMEN- 06TRIC- II IQLIP,ES. RELATIVE TO COMPDANCE OF
SJRW MD FOR EROSION AND SEDIMEIT A ICN CON FOL THE COSI OF
T HIS COMPLIANCE SHALL BE PAF OF THE CONIRAC_
CONTROL NOTES
32. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION
AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND
SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT
DISTRICT RULES AND REGULATIONS.
33. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT
TO ALL WETLAND AREAS AND PRESERVATION EASEMENTS WHERE THERE IS
POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A
PERMANENT STAND OF SOD AND/OR GRASS PER THE CONTRACT DOCUMENTS
THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND DUVAL COUNTY
STANDARDS AND MEETING THE NPOES FINAL STABILIZATION REQUIREMENTS.
35. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE
THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR
THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND
EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A
GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.)
CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND
TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE
AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL
ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF
A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE
WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY
RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION
COSTS, AND FINES.
36, 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR
WILL SUBMIT A "NOTICEOF INTENT" TO THE EPA IN ACCORDANCE WITH
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND
REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY THE OWNER'S
"NOTICE OF INTENT" PERMIT)
SEDIMENT/HYDROCARBON ABSORBENT
BARRIER. INSTALL COMPLETELY AROUND
PERIPHERY OF II
ENVIRONMENTAL SGUTTERBL
EXIST
SPECIFIC APPLICATION
THIS METHOD APPLICABLE TO ALL INLETS LOCATED
WITHIN PAVED AREAS.
INLET FIL TER FABRIC SEDIMENT FIL TER
NOT TO SCALE
1',' AlJD EXGAVAT= .i x T_;_r;
II- ,L'iF E AL"� C TI~E jr,,[ -j
14"
LTER FABRIC BETWEEN GRATING AND
ALL INLETS WITHIN LIMITS OF WORK
STORM INLET GRATING (TYP)
r—T�• I r - II r I s "IC TO T -IE 'AIRF T TI iL E L ,
-ir L T II''dT i TH1- TRFf CH
CONS TRUC TION OF SIL T FENCE
EROSION AND SEDIMENT CONTROL DETAILS 11 D-3